Transmittal 227 West Trade Street Suite 700, Charlotte, NC 28202 PROJECT: Lincoln Harris - Riverboat Parking Garage 90-5052 DTE: 7/9/207 SUBJECT: 720 Church St - ddendum 00 - Pier lternate TRNSMITTL ID: 000 PURPOSE: For your use VI: Info Exchange FROM TO NME COMPNY EMIL PHONE Scott Ferguson 227 West Trade Street Suite 700 Charlotte NC 28202 United States LSP scottferguson@lsp.com 70--6686 NME COMPNY EMIL PHONE l Miller 02 East Pettigrew Durham NC 2770 United States Gilbane Building Company Miller@GilbaneCo.com Brian Reid Shelco, LLC breid@shelcollc.com 70.67.56 Scott Harton 506 Parkway Plaza Blvd # 00 Charlotte, NC 2827-9 Shelco, LLC sharton@shelcoinc.com (70) 67-50 REMRKS: Please find the pier alternate for the.5 Bay Deck being issued as addendum 00. Thanks, Scott Ferguson I, LEED P, CDT Senior ssociate rchitect LSP 227 W. Trade Street, Suite 700, Charlotte, NC 28202 70.7. (DIR) CHRLESTON COLUMBI GREENVILLE MYRTLE BECH CHRLOTTE RLEIGH WILMINGTON SVNNH Page of 2
Transmittal DTE: 7/9/207 TRNSMITTL ID: 000 DESCRIPTION OF CONTENTS QTY DTED TITLE NOTES 7/9/207 207079 ddendum - Church St. Parking Deck.pdf 7/9/207 G-002 - PRTITION TYPES ND SHEET LIST.pdf 7/9/207 S-0 - LEVEL P FOUNDTION PLN (LTERNTE).pdf 7/9/207 S- - FOUNDTION SECTIONS ND DETILS.pdf COPIES: Brett Phillips Steven Chapman David Loy Jim Williams Hal Shute (Lincoln Harris) (LSP) (LSP) (LSP) Page 2 of 2
LSP 720 CHURCH ST. PRKING DECK 90-5052 LINCOLN HRRIS ddendum No. DDENDUM NO. Date of ddendum: 9 July 207 Project Name: 720 Church Street Parking Deck PROJECT INFORMTION. Owner: Lincoln Harris B. rchitect: LSP C. rchitect Project Number: 90-5052 NOTICE TO BIDDERS. This ddendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. This ddendum serves to clarify, revise, and supersede information in the Project Manual and Drawings. Portions of the ddendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the ddendum in the Owner/Contractor greement. B. The Bidder shall acknowledge receipt of this ddendum in the appropriate space on the Bid Form. C. The date for receipt of bids is unchanged by this ddendum, at same time and location. TTCHMENTS. This ddendum includes the following attached Sheets:. General Sheet G-002 PRTITION TYPES ND SHEET LIST, dated July 9, 207, (reissued). 2. Structural Sheet S-0 LEVEL P FOUNDTION PLN (LTERNTE), July 9, 207 (new).. Structural Sheet S- FOUNDTION SECTIONS ND DETILS, July 9, 207 (new). REVISIONS TO DRWING SHEETS Item I-. Replace SHEET G-002 PRTITION TYPES ND SHEET LIST with revised SHEET G-002 PRTITION TYPES ND SHEET LIST, included in the ttachments. Item I-2. dd SHEET S-0 LEVEL P FOUNDTION PLN (LTERNTE), included in the ttachments. Item I-. dd SHEET S- FOUNDTION SECTIONS ND DETILS, included in the ttachments. END OF DDENDUM NO. DDENDUM NO. Page -
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E.7 NOTE: IF HOTEL LODING DOCK IS IMPLEMENTED THE FOUNDTIONS LONG GRIDLINES 5 EXTENDING FROM GRIDLINES D TO H WILL NEED TO DROP '-0 TO PICK UP THE LODING DOCK SLB. THE GRDE BEMS WILL STEP T THE FOUNDTION PER DETIL 2/ ND THE RMP WLL WILL EXTEND DOWN TO THE TOP OF THE GRDE BEM PER /. B C D E F G H J K L M N P 2' - 0" 5' - 0" 2' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 2' - 6" 2' - 6" ' - 9" 8" SLB ON GRDE REINF. w/ # @ 2" O.C. E.W. TOP ND BOTTOM. PROVIDE 2" CLR. SPCE FOR TOP REINFORCING. WET CUT JOINTS " CLER FROM TOP @ 5' - 0" O.C. SLB ON GRDE TO BE PLCED OVER PREPRED SUBGRDE PER GEOTECHNICL REPORT. 2' - 6" PLN NOTES:. LL COLUMNS RE CENTERED ON GRID LINES (U.N.O.) 2. FOOTING, PIERS & PIER CPS RE CENTERED ON COLUMNS, WLLS, PILSTERS ND GRDE BEMS U.N.O.. REFER TO S-50 FOR COLUMN ORIENTTION.. REFER TO S- SERIES SHEETS FOR FOUNDTION SECTIONS ND DETILS. 5. REFER TO S- SERIES SHEETS FOR CONCRETE SECTIONS ND DETILS. 6. REFER TO S-5 SERIES SHEETS FOR COLUMN SCHEDULES ND DETILS. 7. REFER TO S-6 SERIES SHEETS FOR JOIST, BEM ND GIRDER SCHEDULES ND DETILS. 8. REFER TO S-7 SERIES SHEETS FOR STEELS SECTIONS ND DETILS. 9. PROVIDE REINFORCEMENT FOR TYPICL SLB OPENINGS PER /S-0. 0. VERIFY THE SIZE OF ELEVTOR OPENINGS WITH THE MNUFCTURER'S RUIREMENTS ND NOTIFY RCHITECT ON NY DISCREPNCIES PRIOR TO CONSTRUCTION OR FBRICTION OF MTERILS.. REFER TO RCHITECTURL DRWINGS FOR SLB EDGE DIMENSIONS, DROP LOCTIONS ND DIMENSIONS ND SLB PENETRTION DIMENSIONS NOT SHOWN ON PLN. REFER TO MEP DRWINGS FOR MECHNICL PENETRTION ND SLEEVE DIMENSIONS ND LOCTIONS. 2. REFER TO S-050 FOR LODING DIGRMS. MECHNICL UNITS ND OTHER UIPMENT LODING ON STRUCTURE RE SHOWN ON PLN. NY CHNGE IN LODING OR LOCTION SHLL BE BROUGHT TO THE TTENTION OF THE STRUCTURL ENGINEER.. COORDINTE SLEEVES WITH MEP DRWINGS FOR NUMBER, SIZE ND LOCTION. PROVIDE DDITIONL REINFORCEMENT PER /S-0 & 2/S-0.. REFER TO S-00 FOR PRECST/CURTINWLL CRITERI ND GENERL NOTES. 5. TOP OF CONCRETE ELEVTIONS RE NOTED THUS: XXX'-XX". 6. REFER TO DETIL 5/S- FOR DDITIONL REINFORCEMENT ND RUIREMENTS T ELECTRICL CONDUITS. 7. LOCTIONS OF STEEL COLUMNS SUPPORTING PRECST/CURTINWLL TO BE COORDINTED WITH THE PRECST/CURTINWLL SUB-CONTRCTOR & SUBMITTED TO THE RCHITECT ND ENGINEER FOR COORDINTION. 8. INDICTES FULL PENETRTION MOMENT CONNECTION. 9. REFER TO /S-0 ND 5/S-0 FOR REINFORCING T COLUMN-GIRDER INTERSECTIONS WITHOUT N INTERSECTING BEM. 20. REFER TO 2/S- FOR TYPICL SPRINKLER SLEEVES THROUGH FLT RES OF THE GRGE. 2. REFER TO 7/S- FOR GURDSTRND DETILS. 22. LTERNTE FOUNDTIONS CN PROVIDED IF THE BEDROCK ELEVTION VRIES FROM WHT WS SSUMED PER THE GEOTECHNICL REPORT. 2. PROVIDE # @ 2" O.C. TOP & BOTT. E. WY FOR NY MILD SLB. (TYP. U.N.O.) 720 CHURCH ST PRKING DECK D C B Copyright Brockette/Davis/Drake, Inc. 207 c North Carolina uthorization License #F-06. ll Rights Reserved. This drawing is the property of Brockette/Davis/Drake, Inc. ny modification or use of this drawing without the express written authorization of Brockette/Davis/Drake, Inc. is prohibited. 2" CMU WLL REINF. WITH #5 VERT. @ 6" O.C. EXTEND FOOTING REINFORCING TO EXTERIOR FCE OF GRDE BEM ' - 0" 5" REF. RCH. FOR WLL EXTENTS C6 C6 6' - 2 /2" 2' - 9 7/8" ' - 2 7/8" W.P. 5' - 5 /8" 6'-6" x 6'-6" PIER CP 22 27 28 25.66 (VERIFY W/ RCH.) 7' - 5/8" S-0 COL. S- 6'-6" x 6'-6" PIER CP C7 C7 5 8 S- 26 7' - 0 /8" 8 /2" 6" ' - 0 /" C5 C8 C8 NOTE: CONTRCTOR TO LOCTE THE EXTENTS OF NY EXISTING RETINING WLL ND FOUNDTIONS PRIOR TO CONSTRUCTION. E.O.R. ND.O.R. TO BE NOTIFIED IF NY EXISTING STRUCTURE CONFLICT w/ PRKING DECK. 6" C 6' - " 22' - 2" 20' - " RMP UP 2 2 S- C5 S- 5" SLB ON GRDE REINF. # @ 6" O.C. E. WY (REF. RCH. FOR EXTENTS) T.O. CONC. EL. = 7' - 0" C C 8" SLB ON GRDE T GENERTOR. REINF. W/ # @ 2" O.C. E.W. TOP & BOTTOM. (DIM. PER ELECTRICL) C ' - 0" F5 90 B S- 0' - 8" F5 SLOPE DOWN PER RCH C8 C7 722' - " 72' - 6" 720' - 9" -8" 79' - " 2" CONC. BUTTRESS WLLS (TYP. @ BUTTRESS WLL) 6 VRIES 0'-8" X 2'-8" IMPCT WLL (REF. /S- FOR REINF.) C C8 79' - " 2' - 0" C '-0" T.O. CONC. EL. = C8 79' - " C8 C 6 '-0" 79' - " (TYP. @ BUTTRESS WLL) 9-8" TYPICL CONTROL JOINTS PER 9/ C8 C 5" SLB ON GRDE T.O.C. EL = 7'-0" 79' - " C8 NOTE: 5" SLB ON GRDE REINF. w/ # @ 6" O.C. E.W. T MID-DEPTH. WET CUT JOINTS /2" CLER FROM TOP @ 5' - 0" O.C. SLB ON GRDE TO BE PLCED OVER PREPRED SUBGRDE PER GEOTECHNICL REPORT (TYP. U.N.O.) C 79' - " T.O. CONC. EL. = 7' - 0" LEVEOUT SLB C8 C 79' - " " RMP UP C8 C7 C8 22 ' - 5 /" 2 NEW TUNNEL FOOTINGS 79' - " 9' - 5" 9" CL. PIER & COL. S- 7 S- (TYP. @ INT. COLUMNS) 6'-0" x 5'-0" PIER CP 6' - 9" -8" 6 9" ' - 8" C9 C -5" 90 C C C9 C9 C9 96 7' - 7" F5 8 7 7' - 7" 7' - 7" 9' - " 2' - " 7' - 7" 5' - " 2' - " 9' - 7" 5' - 0" 0 W2X22 W2X22 0 8' - 7 /2" 2' - /" ' - 7/8" ' - 9 5/8" 8'-0" x 5'-0" PIER CP 7' - 7" 72' - 7" 2' - 6" W2X22 7' - " ' - 0" 8 0 7' - 7" 7' - 7" 7' - 7" C 6' - " NEW TUNNEL ' - /" 8 6'-6" x 6'-6" PIER CP 7'-6" x 7'-6" PIER CP 6'-6" x 6'-6" PIER CP 2 9" 7' - 7" 7' - 7" 6" 8 C6 C5 C6 C 5 ' - " 2' - 0" 7 ' - 0" 2' - 0" 9' - 0" S- S- 8 S- C9 C9 S-6 NOTE: REF. RCH. FOR FINISH OF ELEVTOR LOBBY 6'-0" x 5'-0" PIER CP 90 6'-0" x 5'-6" PIER CP 6' - 9" 5' - 9" 9' - 6 /2" ' - /2" 2' - /" NOTE: REF. RCH. FOR FINISH OF ELEVTOR LOBBY EXISTING TUNNEL LEVEL P FOUNDTION PLN T.O.C. EL. = 7'-7" /6" = '-0" THIS SHEET IS BEING ISSUED IN DDEDUM 00 8' - " 7' - " 5' - 0 /2" 5' - 0" 7' - 0" ' - " 6' - " 6' - " 6' - " 5' - 0" 290' - " 6 5.6 2. FOR INFORMTION ONLY NOT FOR CONSTRUCTION 07/9/207 TRUE NORTH PLN NORTH Brockette/Davis/Drake, Inc. N. Central Expy. Suite 00 Dallas, TX 7520 Telephone 2-8-67 Facsimile 2-8-2586 North Carolina uthorization License #F-06 227 WEST TRDE STREET SUITE 700 CHRLOTTE, NORTH CROLIN 28202 TEL. 70..6686 FX 70..2926 WWW.LSP.COM MEMBERS OF THE MERICN INSTITUTE OF RCHITECTS COPYRIGHT 206 LL RIGHTS RESERVED PRINTED OR ELECTRONIC DRWINGS ND DOCUMENTTION MY NOT BE REPRODUCED IN NY FORM WITHOUT WRITTEN PERMISSION FROM LSP SSOCITES LTD. REVISIONS: No. Description Date ddendum 00 7/9/207 PROJECT: DTE: DRWN BY: CHECKED BY: 90-5052 JULY 8, 207 uthor Checker LEVEL P FOUNDTION PLN (LTERNTE) S-0 GMP SET JULY 8, 207 2 5 6
T.O. GRDE S- PIER PER PLN T.O. CONCRETE EL. PER PLN # - TOP & BOTT. IN BLOCKOUT CONSTRUCTION JOINT PER 8/ E D VRIES (REF. GEOTECHNICL REPORT VRIES REF. CIVIL FOR PERCUSSION BORING LOGS) TOP OF GRNITE BEDROCK BERING CPCITY - REF. GENERL NOTES LP PER 2 S- /S- " CLR. (TYP.) REF. " DETILS # TIES @ 2" O.C. (TYP.) # TIES @ 2" O.C. " CLR. WHERE #0 & LRGER VERTICLS OCCUR T.O. PIER EL. PER PLN DOWELS PER COLUMN SCHEDULE (-#6 MIN.) PROVIDE -#6 DWL's T GRDE BEM / WLL WITHOUT COLUMN (TYP. U.N.O.) REINF. PIER PER SCHEDULE 5/S- NOTE: REFER TO /S- FOR SPLICE LENGTH IF RUIRED ROUGHEN SURFCE OF PIER IN CONFORMNCE WITH RUIREMENTS OF GEOTECHNICL REPORT. NOTE: PIERS TO BE DRILLED TO REFUSL PER THE GEOTECHNICL REPORT. '- MIN. LP SPLICE PLSTIC SPCERS PER SPEC's PIER REINFORCEMENT SPLICE SCHEDULE CONCRETE STRENGTH: 5,000 PSI OR GRETER BR SIZE SPLICE LENGTH (INCHES) 7 22 5 28 6 7 9 8 56 9 6 0 7 PIER DIMETER " CLR. (TYP.) 2 TYPICL PIER SECTION COLUMN PLN /2" = '-0" /2" = '-0" PIER REINFORCING SCHEDULE VERT. REINF. TIE DIMETER SWCUT PER 9/ # TYP. EXTEND '-0" (MIN.) PST COLUMN BLOCKOUT F'c (psi) " 8 - #7 8" 5,000 " 2 - #9 8" 5,000 " 5 - #9 " 6,000 66" 8 - #9 " 6,000 " 20 - #0 72" 6,000 90" 22 - # 8" 6,000 96" - # 90" 6,000 XX XX'-X DIMETER OF PIER IN INCHES ELEVTION OF TOP OF PIER T.O. CONC. EL. BRS PER /S- T.O. PIER EL. LP PER COL. SCHED. (S-50) LP PER COL. SCHED. (S-50) SCHED. PIER REINF. SLB LEVEOUT T COLUMNS " CLR. (TYP.) SCHED. COLUMN REINF. SCHED. COLUMN DOWELS SCHED. TIE SPCING SP. @ 6" " C.J. PLN SCHED. TIE SPCING /2 SCHEDULED TIE SPCING C.J. CONSTRUCTION JOINT T LL INTERIOR COLUMNS (TYP U.N.0.) REF. /S- SPLICE PER COL. SCHEDULE LINE OF GRDE BEM BEYOND CONT. GRDE BEM REINF. THROUGH PIER CP SPLICE PER COL. CONC. RETINING WLL PER PLN SCHEDULE SCHED. COL. DOWELS /2 PIER DIMETER PIER & COL. SCHED. COL. REINFORCING SLB BLOCK-OUT PER /S- PIER CP - REINF. w/ 6-#6 VERT. & # TIES @ 6" O.C. SCHED. PIER REINFORCING ' - 0" T.O. CONC. EL. T.O. PIER EL. NOTE: PIER CP TO BE PLCED W/ SME CONCRETE STRENGTH S DRILLED PIERS. 720 CHURCH ST PRKING DECK TYPICL PIER w/o OVERDRILL /2" = '-0" TYPICL PIER DETIL 5 PIER REINFORCING SCHEDULE 6 PIER LEGEND 7 TYPICL INTERIOR DETIL-CONCRETE COLUMN TYPICL EXTERIOR PIER DETIL 8 /2" = '-0" /2" = '-0" /2" = '-0" /2" = '-0" /2" = '-0" 227 WEST TRDE STREET SUITE 700 CHRLOTTE, NORTH CROLIN 28202 TEL. 70..6686 FX 70..2926 WWW.LSP.COM C B MEMBERS OF THE MERICN INSTITUTE OF RCHITECTS COPYRIGHT 206 LL RIGHTS RESERVED PRINTED OR ELECTRONIC DRWINGS ND DOCUMENTTION MY NOT BE REPRODUCED IN NY FORM WITHOUT WRITTEN PERMISSION FROM LSP SSOCITES LTD. REVISIONS: No. Description Date ddendum 00 7/9/207 GMP SET JULY 8, 207 PROJECT: DTE: DRWN BY: CHECKED BY: 90-5052 JULY 8, 207 uthor Checker Copyright Brockette/Davis/Drake, Inc. 207 c North Carolina uthorization License #F-06. ll Rights Reserved. This drawing is the property of Brockette/Davis/Drake, Inc. ny modification or use of this drawing without the express written authorization of Brockette/Davis/Drake, Inc. is prohibited. THIS SHEET IS BEING ISSUED IN DDEDUM 00 FOR INFORMTION ONLY NOT FOR CONSTRUCTION 07/8/207 Brockette/Davis/Drake, Inc. N. Central Expy. Suite 00 Dallas, TX 7520 Telephone 2-8-67 Facsimile 2-8-2586 North Carolina uthorization License #F-06 FOUNDTION SECTIONS ND DETILS S- 2 5 6